CN206467827U - A kind of assembly concrete shear wall - Google Patents
A kind of assembly concrete shear wall Download PDFInfo
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- CN206467827U CN206467827U CN201720084247.5U CN201720084247U CN206467827U CN 206467827 U CN206467827 U CN 206467827U CN 201720084247 U CN201720084247 U CN 201720084247U CN 206467827 U CN206467827 U CN 206467827U
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- concrete shear
- assembly concrete
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Abstract
The utility model discloses a kind of assembly concrete shear wall, it is related to sectionalized house technical field；Nail, at least eight pre-embedded steel slabs and at least two are hung through the wall upper surface and lower surface and the reinforcing bar reserved through hole that is parallel to each other including wall, at least two, reinforcing bar reserved through hole is symmetrically set in the both sides inside the wall, hangs nail and is symmetrically set in the wall upper end；It is simple in construction, make easy to use, reinforcing bar does not leak outside, transport safe and reliable, improve the assembling level of building, improve operating efficiency.
Description
Technical field
The utility model is related to sectionalized house technical field.
Background technology
Housing industrialization is the fundamental change of house mode of construction.To realize dwelling construction high efficiency, high-quality, low disappearing
Consumption, the requirement of low stain, need to improve constantly the industrialized level of house components, strong to promote China's housing industrialization, building work
The development of industry.
Precast reinforced concrete structure is one of important directions of China's building structure development, and it is conducive to China to build
Industrialized development, improves production efficiency and saves the energy, develops Green environmental-protection building, and be conducive to improving and ensure to build work
Cheng Zhiliang.Compared with cast-in-situ construction method, assembled reinforced concrete structure is conducive to green construction, because fabricated construction can more meet green
Saving land, save, saving the requirement such as material, water saving and environmental protection for color construction, reduces the negative effect to environment, including reduction is made an uproar
Sound, airborne dust is prevented, environmental pollution, cleaning transport is reduced, reduces place interference, saves water, electricity, resource and the energy such as material, abided by
Follow the principle of sustainable development.
Prefabricated concrete structure is through assembling the concrete knot that is formed by connecting by main bearing member of prefabricated components
Structure.Prefabricated concrete structure main component has realized factorial praluction, fabricated construction, and shearing wall member exists a large amount of at present
The situation of situ wet operation and a large amount of reinforcing steel bars exposeds, it is extremely not square in actual production, transport, storage and installation process
Just, the assembling level of building is reduced.
Utility model content
The technical problems to be solved in the utility model is that there is provided a kind of assembled coagulation for above-mentioned the deficiencies in the prior art
Native shear wall, it is simple in construction, make easy to use, reinforcing bar does not leak outside, transport safe and reliable, improve the assembling water of building
It is flat, improve operating efficiency.
In order to solve the above technical problems, technical solution adopted in the utility model is：Hung including wall, at least two
The reinforcing bar that nail, at least eight pre-embedded steel slabs and at least two are run through the wall upper surface and lower surface and are parallel to each other is reserved logical
Hole, reinforcing bar reserved through hole is symmetrically set in the both sides inside the wall, hangs nail and is symmetrically set in the wall upper end, pre-embedded steel slab
Wall front of and behind is distributed in, and pre-embedded steel slab is distributed in wall upper and lower ends.
Preferably, the front and dead astern of reinforcing bar reserved through hole upper and lower ends are respectively equipped with and the wall connecting
At least one described pre-embedded steel slab.
Preferably, pre-embedded steel slab is fixed in the groove on wall, wall border is run through in groove upper end.
Preferably, being provided with metal bellows in reinforcing bar reserved through hole.
Preferably, pre-embedded steel slab is to be welded with bar planting in rectangle steel plate, and pre-embedded steel slab medial surface.
Preferably, bar planting is 4 steel bars into " C " font, each two steel bar is one group and on the same line, every group
In two steel bar openends be oppositely arranged.
Preferably, the front of wall is provided with temporary support embedded part, the pre-buried direction of temporary support embedded part is vertical with hanging nail.
Preferably, temporary support embedded part is 2 or 4.
Preferably, hanging nail and reinforcing bar reserved through hole in the same horizontal line, hang pitch of nails and be not less than 300mm from wall side.
Preferably, pre-embedded steel slab is 8,4 angles of wall positive and negative are separately positioned on.
It is using the beneficial effect produced by above-mentioned technical proposal：The utility model is simple in construction, reinforcing bar reserved through hole
It is interior to intert reinforcing bar so that reinforcing bar will not be exposed in the utility model manufacturing process, make easy to use, transport uses peace
Complete reliable, the reinforcing bar reserving hole that wall both sides are set is passed through vertically communicated bar reinforcement, and wall welding steel collective effect,
Strong constraint is provided to pouring concrete region after at horizontal joint, the deformability for the pouring concrete after stitching of improving the standard, simultaneously
The anti-seismic performance of the vertical connector of horizontal edge joint position can further be improved, the assembling level of building is improved, with good warp
Ji benefit, environmental benefit and social benefit.Wall does not have protruding bar, reduce component make, transport, it is fixed and positioned when
Difficulty, improve operating efficiency.
The utility model is applied to 8 degree of earthquake intensity and following multilayer fabricated shear wall structure；Wall realizes whole
Prefabricated, node connection is reliable, and construction is simple and convenient to operate, and meets the demand for development of building greenization and housing industrialization, has
Preferable social benefit, effectively improves the assembling level of industrialized building.
Brief description of the drawings
Fig. 1 is the front view of the utility model one embodiment；
Fig. 2 is Fig. 1 top view；
Fig. 3 is the structural representation of pre-embedded steel slab in Fig. 1；
Fig. 4 is use state figure of the present utility model；
Fig. 5 is the utility model arrangement of reinforcement.
In figure：1st, wall；2nd, nail is hung；3rd, pre-embedded steel slab；4th, reinforcing bar reserved through hole；5th, temporary support embedded part；6th, wall is welded
Connect steel plate；7th, perforated rebar.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
As Figure 1-5, it is a kind of one embodiment of assembly concrete shear wall of the utility model, including wall 1,
At least two, which hang nail 2, at least eight pre-embedded steel slabs 3 and at least two, runs through the upper surface of wall 1 and lower surface and mutually flat
Capable reinforcing bar reserved through hole 4, reinforcing bar reserved through hole 4 is symmetrically set in the both sides inside the wall 1, hang nail 2 be symmetrically set in it is described
The upper end of wall 1, pre-embedded steel slab 3 is distributed in the front of and behind of wall 1, and pre-embedded steel slab 3 is distributed in the upper and lower ends of wall 1.
Pre-embedded steel slab 3 is 8, is evenly distributed on four angles of the front of and behind of wall 1.
Wall 1 can insert perforated rebar 7 in the inside when in use provided with reinforcing bar reserved through hole 4, when making the making of wall 1
There is no overhanging reinforcing bar, wall 1 is made simply, use safety；Upper and lower layer wall 1 passes through vertically communicated reinforcing bar 7, pre-buried steel
Plate 3 is welded with wall welding steel 6, realizes the continuous force request of wall 1 and edge constraint component.
The reinforcing bar reserved through hole 4 for the perforated rebar 7 that the both sides of wall 1 are set, is passed through vertically communicated reinforcing bar 7, is welded with wall
The collective effect of steel plate 6（Wall welding steel 6 is welded on outside pre-embedded steel slab 3, is connected the pre-embedded steel slab 3 of upper and lower layer wall 1, is made
Upper and lower layer wall 1 is connected）, strong constraint is provided to pouring concrete region after at horizontal joint, can improve the standard and pour coagulation after stitching
The deformability of soil, while can further improve the anti-seismic performance of the vertical connector of horizontal edge joint position.
Wall 1 without protruding bar, reduce component making, transport, it is fixed and positioned when difficulty, improve work effect
Rate.
The front and dead astern of the upper and lower ends of reinforcing bar reserved through hole 4 are respectively equipped be connected with the wall 1 at least one
The individual pre-embedded steel slab 3.Reinforcing bar reserved through hole 4 is arranged between two corresponding pre-embedded steel slabs 3, can bear bigger curved
Square, makes whole wall 1 more firm more firm.
Pre-embedded steel slab 3 is fixed in the groove on wall 1, and the border of wall 1 is run through in groove upper end, and pre-embedded steel slab 3 is arranged on
The globality of wall 1 is not interfered with groove, the deformed damaged of pre-embedded steel slab 3 will not be also caused due to extraneous factor, while pre-buried
Steel plate 3 does not interfere with the thickness of wall when being connected with wall welding steel 6, make wall 1 more smooth.
Metal bellows is provided with reinforcing bar reserved through hole 4, metal bellows is conducive to the fixation of perforated rebar 7, Ke Yibao
Demonstrate,prove the globality of perforated rebar 7 and wall 1.
Pre-embedded steel slab 3 is to be welded with bar planting in rectangle steel plate, and the medial surface of pre-embedded steel slab 3.Bar planting is enhancing pre-buried steel
The holistic resistant behavior of plate, it is ensured that pre-embedded steel slab 3 is connected intensity with wall 1, makes pre-embedded steel slab 3 not come off from wall 1,
Meet specification bar planting length.
Bar planting is two, relative to be welded on the medial surface upper and lower part of pre-embedded steel slab 3, and bar planting is to set annular jaggy,
Bar planting fixed edge is welded on the inner side of pre-embedded steel slab 3, and the bar planting a line relative with fixed edge is provided with breach.
As shown in figure 3, bar planting is 4 steel bars into " C " font, each two steel bar is one group and on the same line, often
Two steel bar openends are oppositely arranged in group.Both the stress balance of pre-embedded steel slab 3 had been can guarantee that, pre-embedded steel slab 3 and wall 1 can be made again
Connection is firm, makes pre-embedded steel slab 3 and one entirety of formation of wall 1.
The front of wall 1 is provided with temporary support embedded part 5, and the pre-buried direction of temporary support embedded part 5 is vertical with hanging nail 2.Temporarily
It is 2 or 4 to support embedded part 5.Temporary support embedded part 5 be in order that install more convenient, meet wall 1 lift, installation requirement.Face
When the position hole of built-in fitting 5 should tamp, to ensure connecting node intensity.
Hang nail 2 and reinforcing bar reserved through hole 4 in the same horizontal line, hang nail 2 and be not less than 300mm apart from wall side.Nail 2 is hung in guarantee
Wall 1 will not be destroyed, while also can guarantee that balance when slinging wall 1, nail 2 is hung with reinforcing bar reserved through hole 4 in same level
Can make on line wall 1 lifting get up after with the ease of assembly of perforated rebar 7.
Use process：
1st, lower floor's wall 1 is fixed, and perforated rebar 7 is penetrated in the reinforcing bar reserved through hole 4 of lower floor's wall 1.
2nd, the perforated rebar 7 of top wall panel 1 and the perforated rebar 7 of lower floor are welded, welding position is arranged on horizontal joint
At square 1m so that steel bar welding junction is not located at a horizontal plane with horizontal joint.
3rd, upper wall 1 is lifted, perforated rebar 7 is passed through the reinforcing bar reserved through hole 4 of upper wall 1, when upper wall 1 is hung
When being attached to suitable position, wall welding steel 6 welds together the corresponding pre-embedded steel slab 3 of upper and lower layer wall 1, makes
Layer wall and lower floor's wall connecting.
4th, reinforcing bar reserved through hole 4 irrigates slightly expanded concrete from bottom to top.
5th, superimposed sheet is lifted, by levels wallboard 1, floor is cast-in-place combines.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Any modifications, equivalent substitutions and improvements made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (10)
1. a kind of assembly concrete shear wall, it is characterised in that：Including wall（1）, at least two hang nail（2）, at least eight
Pre-embedded steel slab（3）And at least two run through the wall（1）Upper surface and lower surface and the reinforcing bar reserved through hole being parallel to each other
（4）, the reinforcing bar reserved through hole（4）It is symmetrically set in the wall（1）Internal both sides, it is described to hang nail（2）It is symmetrically set in described
Wall（1）Upper end, pre-embedded steel slab（3）It is distributed in wall（1）Front of and behind, and pre-embedded steel slab（3）It is distributed in wall（1）On
Lower two ends.
2. a kind of assembly concrete shear wall according to claim 1, it is characterised in that the reinforcing bar reserved through hole（4）
The front and dead astern of upper and lower ends are respectively equipped with and the wall（1）At least one described pre-embedded steel slab of connection（3）.
3. a kind of assembly concrete shear wall according to claim 1, it is characterised in that the pre-embedded steel slab（3）It is fixed
In wall（1）On groove in, groove upper end run through wall（1）Border.
4. a kind of assembly concrete shear wall according to claim 1, it is characterised in that the reinforcing bar reserved through hole（4）
It is interior to be provided with metal bellows.
5. a kind of assembly concrete shear wall according to claim 1, it is characterised in that the pre-embedded steel slab（3）For length
Square plate, and pre-embedded steel slab（3）Bar planting is welded with medial surface.
6. a kind of assembly concrete shear wall according to claim 5, it is characterised in that the bar planting is 4 into " C "
The steel bar of font, each two steel bar is one group and on the same line, and two steel bar openends are oppositely arranged in every group.
7. a kind of assembly concrete shear wall according to claim 1, it is characterised in that the wall（1）Front set
There is temporary support embedded part（5）, temporary support embedded part（5）Pre-buried direction and hang nail（2）Vertically.
8. a kind of assembly concrete shear wall according to claim 7, it is characterised in that the temporary support embedded part（5）
For 2 or 4.
9. a kind of assembly concrete shear wall according to claim 1, it is characterised in that described to hang nail（2）With steel bar preassembling
Stay through hole（4）In the same horizontal line, nail is hung（2）It is not less than 300mm apart from wall side.
10. a kind of assembly concrete shear wall according to claim 1, it is characterised in that the pre-embedded steel slab（3）For 8
It is individual, it is separately positioned on wall（1）4 angles of positive and negative.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720084247.5U CN206467827U (en) | 2017-01-23 | 2017-01-23 | A kind of assembly concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720084247.5U CN206467827U (en) | 2017-01-23 | 2017-01-23 | A kind of assembly concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206467827U true CN206467827U (en) | 2017-09-05 |
Family
ID=59702999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720084247.5U Active CN206467827U (en) | 2017-01-23 | 2017-01-23 | A kind of assembly concrete shear wall |
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| Country | Link |
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| CN (1) | CN206467827U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678279A (en) * | 2018-07-13 | 2018-10-19 | 中国建筑标准设计研究院有限公司 | Based on the built-in assembled architecture and its construction method for leading to high bellows prefabricated panel |
| CN109537910A (en) * | 2018-11-28 | 2019-03-29 | 河北工程大学 | A kind of installation method of novel prefabricated assembled shear wall |
| CN110725475A (en) * | 2019-11-20 | 2020-01-24 | 中国建筑标准设计研究院有限公司 | Prefabricated column with built-in high-corrugated pipe, frame structure of prefabricated column and construction method of prefabricated column |
| CN112482654A (en) * | 2020-11-19 | 2021-03-12 | 青岛腾远设计事务所有限公司 | Precast concrete shear wallboard and construction method thereof |
| CN115653189A (en) * | 2022-09-06 | 2023-01-31 | 中南大学 | Full-assembly composite shear wall panel with key grooves and centralized reinforcing bars |
-
2017
- 2017-01-23 CN CN201720084247.5U patent/CN206467827U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678279A (en) * | 2018-07-13 | 2018-10-19 | 中国建筑标准设计研究院有限公司 | Based on the built-in assembled architecture and its construction method for leading to high bellows prefabricated panel |
| CN109537910A (en) * | 2018-11-28 | 2019-03-29 | 河北工程大学 | A kind of installation method of novel prefabricated assembled shear wall |
| CN110725475A (en) * | 2019-11-20 | 2020-01-24 | 中国建筑标准设计研究院有限公司 | Prefabricated column with built-in high-corrugated pipe, frame structure of prefabricated column and construction method of prefabricated column |
| CN112482654A (en) * | 2020-11-19 | 2021-03-12 | 青岛腾远设计事务所有限公司 | Precast concrete shear wallboard and construction method thereof |
| CN115653189A (en) * | 2022-09-06 | 2023-01-31 | 中南大学 | Full-assembly composite shear wall panel with key grooves and centralized reinforcing bars |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 050200 No. 395 Huaian West Road, Shangzhuang Town, Luquan District, Shijiazhuang City, Hebei Province Patentee after: Hebei Academy of Architectural Sciences Co., Ltd. Address before: 050200 No. 395 Huaian West Road, Shangzhuang Town, Luquan District, Shijiazhuang City, Hebei Province Patentee before: Hebei Prov. Architecture Science Academy |